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ALLIAnCE 3228 Halifax Street, Suite A, Dallas, Texas 75247
( (1 G GEOTECHFICAL Phone: (972) 444 -8889 Fax: (972) 444 -8893
GROUP
Acct ID: 1770 File No: C10 -0631 Date Sampled: 08/16/2010
Report Date: 08/18/2010 Sampled By: Jack McDonald
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
4/
Location: Bethel Road East Side, Station 51 +25 Order Number: Vendor #9176
Contractor: JRJ Paving , /
Client: The City of Coppell `�(,
REPORT: Proctor LAB NO: 89368
TEST RESULTS Report No: 89368
Page 1 of 1
OMC, %: 17.2
115 r 100% Saturation MDD, pcf: 104.4 '
(SG = 2.65)
Description: Lime Treated Tan
111 Clay
Desc. of Ram.: Mechanical
r..-
107 - Prep. Method: Dry
L.
v
103
no
no V
O
99 ..—**—\\
O
95
91
87 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34
Moisture Content ( °.6)
Atterberg Limits: LL = 24 PL = 9 PI I
Remarks: Sample #8326 2'g
Test Metho:
Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E. Respectfully Submitted,
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
(1- eccopy) Alliance Geotechnical Group
1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E.
1 -ec JRJ Paving Attn: Mr. Marty Murphy
1 -ec The City of Coppell Attn: Rhonda Adloo
1 -hc The City of Coppell Attn: Mr. Larry Davis , /' _.
Robert P. Nance, Sr. Project Manager
v u,,auwuny 1■nyincc. 11 J L fCt.nI,waI LI Ibill ICCI IIIU eunauubuvn 1\IOLCl law
tiori f9LLI19hCE 3228 Halifax Street, Suite A, Dallas, Texas 75247
iEO TEC11 I1ICF1L Phone: (972) 444 -8889 Fax: (972) 444 -8893
if OUP
Acct ID: 1770 File No: C10 -0631 Date Sampled: 08/16/2010
Report Date: 08/18/2010 Sampled By: Jack McDonald
Project: Bethel Road Paving & Utility Improvements ' By Order Of: Larry Davis
Location: STA 51 +00 Y Order Number:Vendor #9176 '('' Contractor: JRJ Paving
Client: The City of Coppell
REPORT: Proctor LAB NO: 89368 -1
TEST RESULTS Report No: 89368 -1
Page 1 of 1
OMC, %: 22.39
111 100% Saturation MDD, pcf: 99.9
(SG = 2.65)
Description: Lime Treated Tan
107 Clay
Desc. of Ram.: Mechanical
103 - Prep. Method: Dry
w
V
_n
T 99
G .
cu
0 95 ,
0
87 ___ ,
83 L ;
79 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41
Moisture Content ( %)
Sieve % Passing
."1 No.200 100
Atterberg Limits: LL = 33 PL = 20 PI = 13
Remarks: Sample #8327 /N-1
Test Method: ASTM D -698 Method -A '
, , 91 e q d
. ,
l iii,
Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E. Respectfully Submitted,
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
(1-ec copy) Alliance Geotechnical Group
1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E.
1 -ec JRJ Paving Attn: Mr. Marty Murphy
1 -ec The City of Coppell Attn: Rhonda Adloo
1 -hc The City of Coppell Attn: Mr. Larry Davis ` i / y
Robert P. Nance, Sr. Project Manager